Updates

оn the page:

12

march

2019

Version 21.1.9.1 has been released.

9

march

2019

Comet

You can now select welding materials in any mode.

6

march

2019

SCAD++

Physically nonlinear analysis is implemented.

19

february

2019

SCAD++

When analyzing the extreme factors of the check of steel and reinforced concrete elements, it is now possible to generate a report containing only maximum values.

15

february

2019

SCAD++

The capabilities of the Determine the center of mass command have been expanded – you can now determine the center of mass not only of the entire model, but also of the selected nodes and/or elements.

14

february

2019

SCAD++

The requirements of SP 385.1325800.2018 are now implemented.

The possibilities of the seismic analysis according to SP RK 2.03-30-2017 have been expanded (you can now specify non-standard values of the behavior factors for vertical loads and factors fvk for different elements).

There is now a capability in the information on the node/element in the case of the analysis of factors with time (direct integration) or in the case of incremental loading (nonlinear calculations) to invoke a dialog box with the information on the minimum and maximum values in the graphs by clicking the respective button in the toolbar.

9

february

2019

Arbat, SCAD++
The design characteristics of the reinforcement of classes А400С, А500С have been brought into compliance with TSN 102-00* for the calculations of the reinforced concrete structural members according to SNiP 2.03.01-84*.

9

february

2019

SCAD++
The seismic analysis according to SP RK 2.03-30-2017* is implemented. An additional correction factor can now be specified.

4

february

2019

SCAD++

Fire resistance analysis postprocessor has been developed.

1

february

2019

SCAD++

In the case of a preliminary design of steel structural members, not only can you output the utilization factor of restrictions Kmax, but also the color scale of the utilization factor of restrictions without taking into account the limit slenderness and local stability factors.